. Design an outfall circular sewer of the separate system for a town with a population of 1,00,000 persons with a water supply at 180 litres per head per day. The sewer can be laid at a slope of 10 in 10,000 with n = 0.012. A self-cleansing velocity of 0.75 m/sec is to be developed. The dry weather flow may be taken as 1/3 of the maximum discharge. Given the following table : Proportionate Proportionate Proportionate Discharge Depth Velocity 0.31 0.7901 0.2086 0.35 0.8430 0.2629 0.37 0.8675 0.2981 0.39 0.8909 0.3217 0.40 0.9022 0.3370 0.42 0.9299 0.3682

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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. Design an outfall circular sewer of the separate system for a
town with a population of 1,00,000 persons with a water supply at 180 litres
per head per day. The sewer can be laid at a slope of 10 in 10,000 with n=
0.012. A self-cleansing velocity of 0.75 m/sec is to be developed. The dry
weather flow may be taken as 1/3 of the maximum discharge. Given the
following table :
Proportionate
Proportionate
Proportionate
Discharge
Depth
Velocity
0.31
0.7901
0.2086
0.35
0.8430
0.2629
0.37
0.8675
0.2981
0.39
0.8909
0.3217
0.40
0.9022
0.3370
0.42
0.9299
0.3682
Transcribed Image Text:. Design an outfall circular sewer of the separate system for a town with a population of 1,00,000 persons with a water supply at 180 litres per head per day. The sewer can be laid at a slope of 10 in 10,000 with n= 0.012. A self-cleansing velocity of 0.75 m/sec is to be developed. The dry weather flow may be taken as 1/3 of the maximum discharge. Given the following table : Proportionate Proportionate Proportionate Discharge Depth Velocity 0.31 0.7901 0.2086 0.35 0.8430 0.2629 0.37 0.8675 0.2981 0.39 0.8909 0.3217 0.40 0.9022 0.3370 0.42 0.9299 0.3682
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